concrete repair materials and selection criteria

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Ali H. Al-Gadhib by Civil Engineering Department KFUPM

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Page 1: Concrete Repair Materials and Selection Criteria

Ali H. Al-Gadhib

by

Civil Engineering DepartmentKFUPM

Page 2: Concrete Repair Materials and Selection Criteria

Presentation Flow

• Concept of Load / Capacity Envelope

• Dimensional Incompatibility Behavior

• The Specialist Formulator

• Total Package Solution

• Concrete Repair Systems

• Criteria for Selection of Repair Materials

• Conclusions

Page 3: Concrete Repair Materials and Selection Criteria
Page 4: Concrete Repair Materials and Selection Criteria
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The Specialist Formulator

Is one who employs materials scientists and chemists to take basic materials from the petrochemicals, plastics, cement, aggregate, and other related industries and tailor them into useful repair materials which can be applied in as simple a manner as possible on site.

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Page 15: Concrete Repair Materials and Selection Criteria

INVESTMENT ON R&D

Company I

4% of the total annual turnover

=

Company II

4% of the total annual turnover

=

Page 16: Concrete Repair Materials and Selection Criteria
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Page 18: Concrete Repair Materials and Selection Criteria

Result of 46 Repair Material

Page 19: Concrete Repair Materials and Selection Criteria

Ten

sile

Str

ess

Time

Tensile stress relief throughtensile creep

Page 20: Concrete Repair Materials and Selection Criteria

Elements of a cementitious ‘repair package’

Page 21: Concrete Repair Materials and Selection Criteria

Typical PropertiesTypical PropertiesFor Acrylic Reinforced Cementitious, Flexible

Waterproof Coating

Page 22: Concrete Repair Materials and Selection Criteria

(1) The shrinkage compensation agent is included to

counteract the natural phenomenon of contraction

due to low of moisture. These agent have two

distinct mechanism to wok at plastic.

(2) Silica fume is to impart dense matrix and enhance

water tightness or wall is increase strength.

(3) Polymer is added in powder form to increase

flexibility, adhesion, and water tightness.

(4) Microfibers to impart flowability and badge cracks.

(5) Pulverized superplasticers to increase workability

after a low which ratio.

Polymer Modified CementatiousRepair Mortar

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Page 24: Concrete Repair Materials and Selection Criteria

• Modified cementations• Polymer modified cementations• Polymer fiber modified cementations• Epoxy – base resin• Epoxy – cementations repair• Crack injection• Micro concrete• Corrosion inhibitors• Protective systems• External strengthening

Reinforced Concrete Repairand it Protection Systems

Page 25: Concrete Repair Materials and Selection Criteria

Compressive strength (N/mm2) 55-110

Compressive modulus (kN/mm2) Flexural strength (N/mm2) 25-30

Elongation at break (%) 8-17

Linear coefficient of thermal expansion per oCWater absorption, 7 days at 25o C (5)Maximum service temperature under load (o C)

Rate of development of strength at 20o C

Polyester resin groutsmortars and concretes,

25-35 10 6

50-80

2-6 hours

Polymer modifiedcementitious systems

10-80

6-152-8

8-20 10 6

100-300

1-7 days

Physical Properties ofRepair Materials

Page 26: Concrete Repair Materials and Selection Criteria

Companies of Concrete Repair

1) Degussa Company www.degussa.com

2) Sika Company

www.sika.com

3) Fosroc Company

www.fosroc.com

Page 27: Concrete Repair Materials and Selection Criteria
Page 28: Concrete Repair Materials and Selection Criteria

Indices for Durable Repair

• Repair Diffusivity• Free Drying Shrinkage• Free Specific Tensile Creep• Repair Tensile Strength• Tensile Modulus of Elasticity

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Page 33: Concrete Repair Materials and Selection Criteria

No matter how superior the

repair material system,

it can not go beyond and bypass

the quality of workmanship